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OPTIMIZATION MODELING OF THE MISSISSIPPI RIVER VALLEY ALLUVIAL AQUIFER IN ARKANSAS

机译:阿肯色州密西西比河谷艾滋病患者的优化建模

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Conjunctive-use optimization modeling was done to assist water managers and planners by estimating themaximum amount of ground water that hypothetically could be withdrawn from wells within the Mississippi River Valleyalluvial aquifer without violating hydraulic-head or stream-discharge constraints. In 1997, nearly 6 million acre-feet of waterwere pumped from the aquifer by more than 45,000 wells, primarily for irrigation and for fish farming. Several large conesof depression over 100 feet deep have formed in the potentiometric surface, resulting in lower well yields and degraded waterquality in some areas. MODFLOW-based ground-water flow models were developed for the north and south portions of theaquifer, primarily in eastern Arkansas. MODMAN optimization models based on these flow models showed that continuedpumping at 1997 rates are unsustainable without violating head constraints imposed as a part of Arkansas’ Critical Ground-Water Area criteria. One of these criterion states that if ground-water levels drop below half the original saturated thicknessof the formation, then a “critical ground-water area” may be designated. In addition, streamflow constraints were establishedbased on minimum flow requirements for maintaining water quality and fish habitat. Preliminary results show thatcontinuous pumping at 1997 rates indefinitely resulted in water levels dropping below the half-thickness constraint, makingthese rates unsustainable. Optimized sustainable pumping was obtained such that water levels were maintained at or abovethe half-thickness constraint or a total saturated thickness of 30 feet, and streamflow was maintained at or above minimumlevels. Optimized sustainable yields from streams were nearly 2 orders of magnitude greater than for ground water.
机译:结交使用优化建模是为了通过估计假设可以从密西西比河谷含水层内的井中撤出的井下水,帮助水管理人员和规划人员来帮助水管理者和规划人员,而不会违反液压头或流放电限制。 1997年,将近600万英亩的水浴从含水层抽出超过45,000个井,主要用于灌溉和鱼类养殖。在电位表面上形成超过100英尺的凹陷的几个大锥形凹陷,导致某些区域的较低良好的产量和降低的水位。基于Modflow的地下水流模型是为Thearquifer的北部和南部开发的,主要是在阿肯色州东部。基于这些流程模型的Modman优化模型显示,1997年的持续策略率是不可持续的,而不违反作为阿肯色州临界地下水区标准的一部分的头限制。这些标准之一指出,如果地下水位下降到形成的原始饱和厚度的一半以下,则可以指定“临界地面水域”。此外,基于维持水质和鱼类栖息地的最小流量要求,建立了物流限制。初步结果表明,1997年的连续泵送无限期导致水位下降低于半厚度的约束,使得最不可持续的速率不可持续。获得优化的可持续泵,使得水位保持在半厚度约束或饱和厚度为30英尺的总饱和厚度,并且在最小尺寸或高于Exportlevels的流出。优化来自溪流的可持续产量比地下水大约为2个数量级。

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